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00
<br />i
<br />i
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ (2)16d TOE NAILS @ EACH END
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />TOP PLATE
<br />S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />STUD BELOW
<br />TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL STUDS 16" O.C. U.N.O.
<br />) @
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @ MID
<br />(12)10d NAILS U.N.O.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2)
<br />112" CDX PLYWOOD OR 7116" O.S.B.
<br />J
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6".
<br />@ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE. �r
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN
<br />EDGES, ND @ BOUNDARIES,2" O.C. @ FIELD
<br />INSULATION PER CHART ON FLOOR PLAN
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />SLAB & BLOCK
<br />IMPSON SP1 w/ (10)10d NAILS
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />(1) LAYER TYPE II (#30)
<br />(2) #5 CONT. ON 3" N
<br />6 x 6 W1.4 x WR *-
<br />CHAIRS (TYP.) `''
<br />T
<br />"
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />2x P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF
<br />PITCH > 4:12
<br />WWF OR FIBERMESH
<br />ELEV. 0'-0"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />1� x6W1.4xW1.4
<br />6x6W1.4xW1.4
<br />D ..41
<br />°
<br />(2) LAYERS TYPE I OR TYPE II
<br />° ° ° ° A.F.F.
<br />��
<br />@24 O.C.} 2 � WWF FIBE
<br />F OR FIBERMESH
<br />2rr •
<br />WWF OR FIBERMESH
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.
<br />_ _ -
<br />=I I I=1 I 111=1 m D ' I I �� L (I f I�
<br />I - -- ,
<br />- r
<br />I I I I -I I I { I I I I I �-L
<br />•
<br />i= I I=1 I I=1 D I =11 �_ III=1
<br />°
<br />a a ° ° a ° ° ° d ° ° a ELEV.-0'-31/2" z
<br />a ° a ° ° ° ° 4 -
<br />- ° -..
<br />° °"'FCC)
<br />A.F.F.Af.REQUIREMENTS
<br />31/2"MIN.
<br />°
<br />(, 31/2" MIN.
<br />, '
<br />o
<br />SEE R905.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />1- --I I - _ '' _ - _ (' i
<br />-11 &) I I I �I _
<br />-III-III-III=1 I II I I I -III- I_���
<br />I I I �I I III=11 11=1
<br />° a ° ° a 2x4 CONT. a ° ° a �L-
<br />° ° a a N
<br />b o - I-) I=I� (^ 3 1/2"(min.}- 4"
<br />- - - - D o ° �• =1 - I f-I I-�
<br />__
<br />° I I 1=I I I=lI= 1/2"(min.)- 4"
<br />- - - - ' o �. = WII�I I-
<br />12 HURRICANE ANCHOR @ EACH
<br />-I -III=�
<br />=I I �- I I-III=II-I I I=I I I=I I I I "
<br />I° ° a a
<br />° ° ° ° a
<br />GARAGE DEPTH VARIES °
<br />., _
<br />31/2 (min. - 4 I I I � - 111 111-11 I-
<br />I I -_ I IIII
<br />- I
<br />31/2 (min.) - 4 = I I=) (f - --II III= I -
<br />I I -I I
<br />ZITY7P.)
<br />VARIES TRUSS (SEE UPLIFT SCHED.) W/
<br />,- _
<br />8 -
<br />° ° °
<br />_ _
<br />I =III f I �-I I1=1 I f III=III I I'
<br />'' I- =1
<br />=111,
<br />=.
<br />11- I I=IIIWIWI !8�
<br />METAL PL. UNDER EA. TRUSS
<br />° ° g
<br />-1 I I=1 I hi I I=I I =1LI=
<br />_
<br />I I II -I I=='
<br />MOISTURE BARRIER
<br />(2) #5 CONT.
<br />4"-1111'-411 8"
<br />(2)#5CONT. "MIN•
<br />TYPICAL INTERIOR BEARINGK"B�
<br />U.N.O.
<br />INSUL ION LE SHINGLE ROOFU.N.O.
<br />7/16"O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT rGG
<br />GARAGE SLAB AT STEP
<br />MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL C
<br />TYPICAL BEARING WALL aC� STEPrcC
<br />NAILING SCHEDULE ON SHT.
<br />SCALE: 3/4 -1 0
<br />SEE TYP. WALL SECTION "= '- " S3
<br />SCALE: 3/4'-1 0
<br />S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-0"
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />_
<br />INFORMATION.
<br />5/8" OR 1/2" HIGH--__'
<br />IGH
<br />CEILING ALUMINUM DRIP
<br />STRENGTH EDGE
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA
<br />\12"N.O•
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />Qcs' c \Eos�cUa
<br />W/A HABITABLE ROOM 2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />ABOVE) W/DRYWALL EE SOFFIT
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />UM
<br />SCREWS 7" O.C. SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS.
<br />10 ��N��O�S
<br />(1) ROW 2x BLOCKING @MID HGT.
<br />CEILING 8" O.C. WALLS
<br />EXTERIOR WALL 8" C.M.U.
<br />(2) ROWS OF 2x BLOCKING/
<br />°� 2x STUDS @ 16" O/C
<br />coN��N
<br />FOR WALL HGT. <_ 8'-6". (2)
<br />INSULATION PER 8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />1 x P.T. STUD
<br />"
<br />THIRD POINTS
<br />ULATION PER CHART ON FLOOR PLAN
<br />SEOE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd FITS
<br />FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR FILLED SOLID W/GROUT
<br />PLAN
<br />- #5 VERT. IN FILLED CELL
<br />7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />1x2 P.T. HORIZONTAL
<br />SEE CClS3 OR N
<br />G/S3 FOR ANCHOR
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SPi w! SIDE IF APPLICABLE.
<br />NAILER 8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />3RD LAYER 1/8' THICK.
<br />K.O. BLOCK
<br />(10)10d NAILS
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />2x P.T. PLATE
<br />STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR
<br />WALL SEE GG/S3) 518" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />(6)1/4"x31/4" TAPCONS
<br />SIMPSON SP1 SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR0"
<br />2X P.T.PTPLATE
<br />MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />SPACE ANCHOR •�
<br />BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 _
<br />w/ (10)10d NAILS -
<br />2x P.T. PLATE
<br />FIBERMESH WEEP SCREED INSTALLED
<br />BAR �
<br />END OF 2" x PLATE WWF OR FIBERMESHC14 r
<br />ARCHITECTURAL
<br />FINISH
<br />TYP.
<br />ASSUMED FINISHED
<br />PER MANUF.
<br />o
<br />#3 OR #4 REINFORCING BAR w
<br />ix2 PT WD FURRING @ 24" O.C.
<br />' ' GRADE
<br />iv� D D ' z
<br />r '
<br />#3 $t #4 LAP SPLICE GRADE40 MIN. Fy= 40ksi
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />-i I I=I I -III m p 1 -III=1 11-III_ o
<br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />MONO OR STEMWALL ° ?
<br />FOOTING MONO SHOWN °
<br />1 ° FINISH GRADE
<br />M - - - a D
<br />1=)11= I
<br />a
<br />25" MIN. LAP [30"MIN. LAP] Q
<br />III -I I I I -I III I I=1 I i=lli-
<br />'111= °
<br />U.N.O.
<br />FOUNDATION PLAN
<br />p D °� o
<br />FOR CLARITY ° D ao
<br />°
<br />- oo
<br />6 MIL VAPOR BARRIER i 1 n. ° I I -{ 1 -II=_ -
<br />T
<br />I- I III=III=I
<br />W
<br />R 1 7/8" `�
<br />- - _ - -1
<br />1= I I=III=III=III I=III I I=IIf-�
<br />-III
<br />FOR LOCATIONS
<br />1 x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />o
<br />p o-III-I I-III-1-1
<br />° III-) III=1 I I III -III= z
<br />�° -_ - - - -
<br />I III=1 I I-1 I I=1 I l-1 I I-1 I�
<br />=:
<br />I I I -III -I I i-I I r{ I I- N z
<br />I �-
<br />I I . IT121I=T=1=1
<br />#5 REINFORCING BAR
<br />#5 LAP SPLICE
<br />.III==III-`I I III I I I I-
<br />(2) #5 CONT. -III-III, ; ,l I J, , , I I-1! I, , , I_
<br />31/4" BASEBOARD PORT AT EACH
<br />NOTE: g ° III-III-III=III III -III= N
<br />FOR BEARING WALL -III=
<br />- I
<br />COMP. SOIL. (COMPACTED TO I D ° ' I -I I I=III=III=1i-
<br />ITT-0
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3" CHAIRS
<br />(TYP.) } 8" 1'-4." 8"
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />= -III=III-
<br />_ _ _ _ _ - _ _ -
<br />W/ UPLIFT ONLY -_ _
<br />I
<br />95%MODIFIED PROCTOR ASTM �- I I-III=I I I=I I I I= T=
<br />.11 I- ,
<br />10"
<br />c� AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER cn
<br />1= I= I- = I=III=III=1 = I I=1 I -I = =III= =
<br />-III-III-1 1-111=I E 1 I =I -) I -III I (=1 I I- 1 I=1 1-
<br />D1557) � 1III, ,1�-� , �IIII III
<br />4" 1'-4"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY. TO CUT BLOCK OR POUR
<br />-I
<br />-'- I_ITiIl-i I-1 i=11 �.
<br />#6 LAP SPICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/6X6 aw NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS rF
<br />WALL W/ UPLIFT rG
<br />w1.4Xw1.4 WWF 0R - DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />b . ,
<br />°
<br />M -T- I r ° y D I I, co
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />VARIES
<br />1 1i2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />D
<br />- I
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF
<br />OSS LAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH N
<br />T
<br />6 MIL VAPOR_ D I = z �-
<br />min.) 4"
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR
<br />M
<br />BARRIER , p 4
<br />D T
<br />o a
<br />° v GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />_ a
<br />COMP. SOIL. �T
<br />-
<br />- - - - -
<br />°° _ - - - - - - - -
<br />- -1
<br />TOP OF BEAM
<br />&LAYOUT DESIGN
<br />a a _
<br />T�i
<br />(COMPACTED TO 95% - T �I=T_ I=
<br />MODIFIED PROCTOR V
<br />ASTM D1557
<br />- _ _ _ _ a i I -I i I -I i I i I -I
<br />_ - _ _ - _ -(1) #5 REBAR w/ OPT.
<br />- ' 1- - - S E N ENCLOSURE
<br />=III„�I I I, 1= 1= I =11 I I F y� i
<br />'I I- I I I WI11
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />.-. a e --
<br />_ - - - _
<br />�_ - a : a d
<br />E _ h=IIL=III=III=1I I I I
<br />=-- I- I I I-
<br />„
<br />3 MIN. CLR.
<br />I II I II , .
<br />r I a 1
<br />Ill_ IL
<br />2x4 P.T.
<br />CONNECTION INFO
<br />a a
<br />M
<br />(2) #5 REBAR CONT,
<br />41 I i-
<br />.
<br />-1 1
<br />ON 3" CHAIRS TYP. 4" 1'_4" STD. 90 HOOK (SEE
<br />MIN.
<br />PLATE
<br />'n6"
<br />1 1
<br />I I -I
<br />U.N.O. DETAIL)
<br />O.S.B.
<br />1 2x4 #2 SYP P.T. FRAMING w/
<br />TYPICAL WALL SECTION q
<br />TYPICAL THICKENED SLAB EDGE L
<br />L�aA,ESLO
<br />I MIN 7116" O.S.B. SHEATHING
<br />z ATTACHED PER NAILING
<br />SEE A/S3/J/Ss fi-41i 8"
<br />FOR REINF. INFO.
<br />SCALE: 3!4" =1'-0" 53
<br />SCALE: s+3
<br />COLUMN LOCATION
<br />w
<br />SCHEDULE
<br />a
<br />OPTION # 1
<br />1/2" GYP. BD.
<br />a
<br />>
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />P.T. 2x
<br />>
<br />J
<br />SLAB INFORMATION.
<br />2" HOLD GYP. BD.
<br />�_
<br />LU SEE FLOOR PLAN FOR
<br />rM
<br />1/2" FROM SLAB
<br />_ CONT. BEAD SEALANT
<br />LU STRUCTURAL COLUMN SIZE
<br />& BASE CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D.
<br />OPT: DEPRESS SLAB 5Y2"
<br />SCALE: 3/4"=1'-0" S3
<br />DEEP AND 6" BEYOND
<br />¢
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />a
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />°°
<br />SECURE 2x4 P.T. BTM. PLATE
<br />WALL AND
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />° °
<br />° 31/2
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />CONCRETE SLAB 14
<br />13
<br />GARAGE
<br />COLUMN TO PORCH SILLASONRY
<br />O.C.00
<br />PAD FOOTING
<br />O.H.D. RECESS z
<br />PAVERS
<br />O.H.D. RECESS E
<br />ATTACHMENTS & 18/D1
<br />„
<br />CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />+ "
<br />@
<br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C.
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD4. d
<br />MAT REINFORCING. '
<br />.
<br />CONT. FOOTING STEEL
<br />r
<br />•. `
<br />r, .:•
<br />y _
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />SIZE VARIS PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />M
<br />- 9
<br />a
<br />-I I �I I �I I .: e 4,r =
<br />-1T 1= . d , :a _ _ -
<br />";+
<br />-
<br />TENSION 120#) CONCRETE SLAB
<br />y
<br />ao 2
<br />GRADE- - a a
<br />11 -,
<br />ILWI
<br />_III=II : �• : (I oo
<br />E =
<br />6 x 6 W1.4 x W1.4 c_�L
<br />c,
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />c7LU
<br />- ___ - a - - -
<br />I I °
<br />1 I=I I '... ., ':�' II
<br />'.; •.
<br />- c �° T WWF OR FIBERMESH r
<br />M
<br />Z Is- w =
<br />°•
<br />1-I I I -I III -I I -III- w
<br />-1 II •~: I I i
<br />�
<br />= I..19=11F_,_t'
<br />'° °
<br />o w =
<br />a=, Z
<br />) I
<br />_
<br />-aBRICK
<br />PAVERS or SLAB PER
<br />O o
<br />=1-I __ a
<br />SEE A/S3 OR JIS6MTIII I 1 1 i,III-Ti!.:I
<br />.1 . •'N--
<br />I-
<br />SEE A/S3 OR J/S6 I I I I (, I III-
<br />11 j 1 ~ 11 j
<br />0 -0 FIN. FLR.
<br />COMMUNITY SPECS
<br />LL �
<br />-
<br />- ° ° a - -_ - M ct
<br />- -_ -_ - - -
<br />< > 6 MIL VAPOR -- i' =I I= = {= Ih� _ - -
<br />- I =III- - = I =1 = =
<br />-
<br />W
<br />I I III- I= (= = III- 1= FOOTING -1
<br />FOR REINF. INFO. 3 MIN. CLEARANCE
<br />FOR REINF. INFO. 3 MIN. CLEARANCE=
<br />BARRIER = - -III= - I �-
<br />I -I I -III -III III I -III-III- BEYOND
<br />1' 4" (1 STORY) ! V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'-4" (1 STORY)
<br />..:. " ' ' '
<br />,I
<br />PAD REINFORCEMENT -� 1=1 1= I-" 3 MIN. CLEARANCE
<br />"
<br />1' 8" 2 STOR
<br />( )
<br />1'-8" 2 ST RY
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<br />PATIO COLUMN FTG. DETAILrN
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" S3
<br />SCALE:3/4"='•-°°
<br />111'jSCALE:
<br />N.T.S. S3
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<br />SCALE : AS NOTED
<br />DATE : 3/7/2018
<br />TECH: JMUROSKI
<br />VERSION NO.
<br />3.0
<br />SHEET NO.
<br />S3
<br />
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